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Report 4/1/20111 L : bO PM Carlson 'resting Inc. — 8bO3b2436131 2 Bend Office (541) 330 -9155 Ceotechnical Office (503) 601 -8250 C arlson Testing, Inc. Eugene Office (541) 345 -0289 Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Special Inspection FINAL SUMMARY LETTER Date: April 1, 2011 Job #: T1002312 City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re. Project Name: The Knoll at Tigard Apartments — New Construction Address: 12291 SW Knoll Drive — Tigard, OR Permit #: BUP2010 -00033 Dear Sir or Madam: This is to certify that in accordance with Section 1704,1.2 of the International Building Code, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete installation of Cast -In -Place Anchors, Adhesive Anchors and Expansion Anchors Installation of Titen HD Screw Anchors Structural Masonry Structural Steel All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CT1's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSO TEST G, INC. t 2_ Sfeven W. Leach " Project Manager SWL /eah cc: The Knoll at Tigard Apartments LP— Sheila Greenlaw -Fink sgfinkCncpahinc.org City of Tigard Building Division — Walter 'Chip' Barnet wafter @ tigard- or.gov T M Rippey Consulting Engineers — Tim Agnew Carleton Hart Architecture PC — Ben White >en .whiteOcarletonhart.corn LMC Construction — Clyde Zahn clydczalmcincorpornted. com GTG Consultants — Ann Liu al iu(9gtconsultants.com Housing Development Center — Leslie Schwarz 1esiie @housinydevelopmentcenter.org P 1 Protects \General\20101T1 0023 1 2104 -0 1 -1 1 Final Letter.doa . 4 &I - IEATII F KFLOW ` 9 8 9 9 '; IN C. NEW f i BACKFLOW ASSEMBLY TEST REPORT ❑ REMOVED ; 0 REPLACEMENT PROPERTY ' OWNER: / A' t a PHONE: MAILING / ADDRESS: i .f `` 2 / 5 /..t../ .' j1-'4 1 /1 .^ 77,, CITY ' , � r . STATE ZIP `r 2, '. � ASSEMBLY If ADDRESS: STREET ' 0 R.P.B.A.,DrD.C.V.A..0 R.P.D.A. ❑D.C_D.A. ❑P.V.B.A. ❑S.V.B.A. ❑A "V.B. 0AIR GAP" SIZE: I I f1.1414) MAKE: AI,/ -1 MODEL: Vb • ., ,: WATER p -.- SERIAL ,+� , PURVEYOR: /.4 it (`" A NUMBER: A ,qy d '-7 , 9 P + t2 ::, '' ASSEMBLY 1 �r ry ' LOCATION: ./ 7/ A...IX ' /" ' ,04 - f ,, REDUCED PRESSURE ASSEMBLY - P.V.B.A. I S.V.B.A • INITIAL -TEST-:; .: NI CHECK Ir K. CHEC AIR CH ECK ePASSED O' `�. �,• `` PRESS DROP (A) CHECK #1 ' ' I NLET , _ FAILED ❑ -. '_' ,'�„ INITIAL RELIEF VALVE ' (B) TIGHT „L" 2 OPENED AT PRESS DROP ; � _ O PENED AT TEST MIN 2 PSID I "� P810 DATE: ' ' RESULTS BUFFER LEAKED ❑ PSID P SID . �� � � " A - B = I CHECK #2I h MIN3PSI - `Y RELIEF VALVE - '(TIGHT - ram` 7 DID NOT FAILED - SYST :,- — PSID ' OPEN ❑ ❑ psi _ ; •: PASS ❑ FAIL O. 'LEAKED LJ p " K • COMMENTS - . REPAIRS "'r AND /OR - PARTS , , _ . ' . . - ' 2�-y • ' REDUCED PRESSURE ASSEMBLY. P B .A: /S.V.B. - AFTER REPAIRS =:'" <A) 1::;r: RI CHECK a, D:C V. , , A.,I'V.xv� r, :' ': - PRESS DROP - DATE: - - TEST CHECK #I RELIEF I ' ' OPENED AT PRESS DROP • AFTER OPENED (B) TIGHT 0 - . ' P .. '- F . REPAIRS BUFFER .m+,o� ( CHECK A- B= ' ' PASSED m,� - ITIGHT ❑' `,PSID: 'PSID • PSID 0 _ " :, •- L IN COMPLETING AND SUBMITTING THIS TEST REPORT" THE TESTER CERTIFIES THAT THE , - 4!:, ASSEMBLY HAS BEEN TESTED AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE= ` ''�t RULES AND REGULATIONS OF THE WATER 'SYSTEM, _'AND' STATE' REGULATIONS. . A. GAUGE CALIBRATION DATE i ' /(I DETECTOR METER READING ' � 3 2 7 5 • r TESTER SIGNATURE ' � t � g, � te . David B Heath. • _ ;.` 7. �� G j � .5"-T CERT � /. TESTERS NAME PRINTED PO Box 1565 Sherwood OR 97140 • cAU )E M .. .''' (5 03 625 - 8553 - .::; TESTERS ADDRESS Heath Backflow Inc.::: _ ' : COMPANY NAME -3 .: - . - - r, . :.. r� ' ' ' : rSERVICE' RESTORED= " REPORT RECEIVED BY (REPRESENTATIVE OF OWNER)';-'• . ,.,: + 1, . . TMi.., /HEATH : INC. • prNEw :: BACKFLOW ASSEMBLY TEST REPORT ❑ REMOVED w$ -# r PROPERTY �� ❑ REPLACEMENT_ - OWNER: r .i /7 - PHONE: . • , : - :::„-_,•rt MAILING y ,Y �`I - ADDRESS: ,- + / 1 - / �- . ,��Jj r s ° CITY ,s r ra�.... STATE ‘-- ZIP ' ASSEMBLY v ADDRESS: w..: • STREET ❑R.P.B- A., ❑ R.P.D.A. ❑ ❑P. V. B. A. ❑.S.V.B.A. ❑A: V.B. ❑AIR GAP SIZE: I 41 I MAKE: ltfdl�` . • 4.)C '? =:" MODEL: ',: ).rJ WATER _ — 'w „'ii vJ v SERIAL - Y --, PURVEYOR: • NUMBER: ' r, .../ J �. ' T ASSEMBLY - : � . - -. ���T. ii , � J �: i .• f r�� t�;I 1 S ,,s” t / � - 9 � , — _��.� Fo LOCATION: i REDUCED PRESSURE ASSEMBLY. - P. V.B.A I S.V.B.A IN ITIAL ' "°_` • ,:TEST , NI CHECK DOUBLE 'CHECK =AIR- PRESS DROP (A l CHECK' #1 , INLET CHECK - FAILED PASSED ✓ , "•`' '' ='' - IL ; • '`U ;, - • _ ❑ w 'ti : , INITIAL RELIEF VALVE .. r G, TEST OPENED AT' (B)ITIGHT . : / OPENED - AT: - PRESS DROP , • •,' • .-" -Z,, MIN 2 PSID PSID - _ DATE :` • •:'=-2 RESULTS BUFFER !LEAKED ❑ t' • PSID 17./ ri. -. A - B = I' CHECK #2 PSID . fi ' s MIN 3 PSI RELIEF VALVE ITIGHT �' .,__ e.', • DID NOT FAIED: SYSTEM` 1 ? ',; psi) OPEN." ❑• ..�L . x , • PASS ❑ FAIL ❑ LEAKED❑ ❑ PSI "' • - • • • COMMENTS - REPAIRS _ �,'i AND10R - - =.a „ PARTS .> REDUCED PRESSURE ASSEMBLY T' -, '' R NI CHECK P:V.B.A. /S. V.B. A. • AFTER REPAIR • PRESS DROP (A) '� °' "D_C.`=VSA: °"�.� r " _ ' �..;,, : TEST DATE : - '4 RELIEF CHECK #1 - - ';'_ A xE AFTER OPENED (B) I TIGHT OPENED AT PRESS DROP •' k` - :: REPAIRS ,m ,,� ❑ PS ID ." - 7.: =� - BUFFER I CHECK #2 - ' • - A - B .m+ „ PSID . � 'TIGHT ❑ ' ,. PSID PsID PASSED ❑: - = t � i T . • o - _ " • i;'.;: :. IN COMPLETING AND SUBMITTING THIS TEST REPORT, THE TESTER CERTIFIES THAT THE.. _ -`T li ' ASSEMBLY HAS BEEN TESTED AND MAINTAINED IN ACCORDANCE WITI ALL' APPLICABLE - _ RULES AND REGULATIONS OF THE WATER SYSTEM, AND STATE REGULATIONS: - _ ii � So Ig '' GAUGE CALIBRATION DATE ";/ a- /t1 DETECTOR. METER REMIND TESTER SIGNATURE 3275 : - �` David B heath r' ERT • - '' `; TESTERS NAME PRINTED PO Box 1565 Sherwood OR 9 - , : . y G AUGE M - �'�_” - TESTERS ADDRESS (503) 6 25° -8553 ':� Heath Backflow Inc. PHONE ., - -;�,; COMPANY NAME - -- REPORT RECEIVED BY .(REPRESENTATIVE OF OWNER) SERVICE RESTORED- :�;ck - • WHITE • Water System Copy PINK • - ;. , Customer Copy YELLOW •Tats Copy - - - li t1M eVI t OW K N .0 .: i m j w j aN; ' ap 41 , S 'i � lom " ice d i sd u r � � Y d's ' `( ' � Q P 4 , ter" $ s � . _ '�' � ! ] f µ + � , . N; WW14 . 1 . � , ' '�`t ... : ; _ _shy K , + 7650 SW Beveland Street, Suite 100 TM RIPPEY Tigard, OR 97223 CONSULTING ENGINEERS Phone: (503) 443 -3900 Fax: (503) 443 -3700 March 30, 2011 City of Tigard Building Department 13125 SW Hall Blvd. Tigard, OR 97223 Re: The Knoll at Tigard 12291 SW Knoll, Tigard, Oregon Permit Number: BUP2010 - 00033 Project Number: 9244 To Whom It May Concern: We are writing to confirm that in accordance with Chapter 17 of the International Building Code (as amended by the 2010 OSSC); we have completed structural observations for the above noted project. Copies of our field reports have been provided to your office. To the best of our knowledge all work observed has been completed in accordance with the project documents and our office is not aware of any outstanding non - compliant items. If you have any further questions or require additional information, please do not hesitate to call. Sincerely, TimotYly M. Rippey, P.E., S.E. L` 4, =d Principal 13,0S9 ri ° ° r TMR /tma � , REGON rb cc: Ben White; Carleton Hart Architecture rr M c Fttt EiTiFET